Please provide a scanned written or computerized clear and complete step-by-step solutions. Kindly recheck. LEVELING. In reciprocaldeep ravine the following sets of rod readings were taken:11. RECIPROCALleveling acrossaInstr Near A: BS on A=1.719 m, Average FS on B 2.578 mB: Average BS on A=1.335 m, FS on B 2.176 mand has a known ele-Point A isvation of 197.428 m.mine the elevation of point B.onone side of the ravinePoint B is on the other side.Deter-

Reciprocal levelling is used to determine the correct elevation difference between two points that…

11. RECIPROCAL LEVELING. In reciprocal leveling across, a deep ravine the following sets of rod readings were taken: Instr Near A: BS on A-1.719 m, Average FS on B=2.578 m Instr Near B: Average BS on A=1.335 m, FS on B=2.176 m Point A is on one side of the ravine and has a known ele- vation of 197.428 m. Point B is on the other side. Deter- mine the elevation of point B.

11. RECIPROCAL LEVELING. In reciprocal leveling across, a deep ravine the following sets of rod readings were taken: Instr Near A: BS on A-1.719 m, Average FS on B=2.578 m Instr Near B: Average BS on A=1.335 m, FS on B=2.176 m Point A is on one side of the ravine and has a known ele- vation of 197.428 m. Point B is on the other side. Deter- mine the elevation of point B.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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